A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Compaction of deep lift bituminous stabilized base
Road construction program described uses bituminous stabilized base instead of drybound macadam base; base is hot plant mix of bank run gravel and asphalt cement having penetration of 85 to 100; crushed stone or washed gravel of size and amount required to satisfy gradation of mix design, is added to cold feed; Marshall Stability of 1000 lb at 140 F is required, and mixing temperature is 300 to 350 F; single lifts of 12, 15 and 18 in. were programmed to determine optimum depth at which asphalt concrete could be laid and compacted in single lift.
Compaction of deep lift bituminous stabilized base
Road construction program described uses bituminous stabilized base instead of drybound macadam base; base is hot plant mix of bank run gravel and asphalt cement having penetration of 85 to 100; crushed stone or washed gravel of size and amount required to satisfy gradation of mix design, is added to cold feed; Marshall Stability of 1000 lb at 140 F is required, and mixing temperature is 300 to 350 F; single lifts of 12, 15 and 18 in. were programmed to determine optimum depth at which asphalt concrete could be laid and compacted in single lift.
Compaction of deep lift bituminous stabilized base
Association Asphalt Paving Technologists -- Proceedings
Beagle, C.W. (author)
1966
18 pages
Article (Journal)
English
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